Loading...
HomeMy WebLinkAbout2202 Maple Hill Dr - Special Inspections/Engineering - 02/22/2013=jtr uctur al • UeotaChrncal RMG ENGINEERS www.rmgengineers.com Job No. 137016 February 22, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Open Excavation Observation 2202 Maple Hill Dr Lot 96, Maple Hill, Replat #4 Fort Collins, Colorado Dear Jeff: RMG Engineers Group (RMG) conducted a foundation excavation review for a single-family residence under construction at the above -referenced site located in Fort Collins, Colorado on February 21, 2013. The footings were excavated to the sandy silty clay, which is similar to those soils described in the Preliminary Subsurface Exploration Report, Maple Hill Subdivision, prepared by Earth Engineering Consultants, Inc, EEC project number 1002250 and dated January 19, 2001. RMG did not encounter groundwater within three feet of the proposed footing elevation. The soils supporting the footings will be a low expansive material. Based on the soil conditions encountered within three feet of the footing level, a continuous spread footing may be designed and constructed in accordance to the above mentioned Preliminary Subsurface Exploration Report. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer SA REG�'Y 3/2/13 24995 m` Southern Office: Central Office: Northern Office: Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620 719.548.0600 303.688.9475 970.330.1071 Monument: 719.488.2145 Pueblo: 719.544.7750 woodland Park: 719.687.6077 Structural • Geotechnical ENGINEERS www.rmgengmeers.com Job No. 137016 March 7, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Footing and Foundation Observation 2202 Maple Hill Dr Lot 96, Maple Hill, Replat #4 Fort Collins, Colorado Dear Larry: As requested, personnel of RMG Engineers Group (RMG) observed the footing and foundation formwork and reinforcing steel for the above referenced single family residential property and found them to be in substantial compliance with the design drawings prepared by High Plains Engineering & Design, LLC for this structure. The "Ufer" electrical ground system was placed in the footing and meet the requirements of Article 250.52(A)(3) of the 2008 National Electrical Code (NEC). The footings were observed on March 5, 2013 and the foundation walls were observed on March 7, 2013. Should you have questions, please feel free to contact our office. Cordially, W RE( ����j✓ 4/16/13 C�;% 24995 m' Thomas M. Cope /ONAL Professional Engineer Southern Office: Central Office: Northern Office: Colorado Springs, CO Englewood, CO 80112 Evans, CO 80620 719.548.0600 303.688.9475 970.330.1071 Monument: 719.488.2145 Pueblo: 719.544.7750 woodland Park: 719.687.6077 Structural • Geotechnical IN -am ftmw� 'w G rx ENGINEER/S www.rnigengineers.com Job No. 137016 March 8, 2013 Journey Homes, Northern CO 7251 W. 20th St., L-200 Greeley, CO 80634 Re: Foundation Damp Proofing 2202 Maple Hill Dr Lot 96, Maple Hill, Replat #4 Fort Collins, Colorado Dear Larry: d'1 pw 0 J!'�s=i986 As requested, personnel of RMG Engineers Group (RMG) observed the foundation damp proofing and found it to be complete and in substantial compliance with the design drawings prepared by High Plains Engineering & Design, LLC for this structure at the date of the inspection. The damp proof was observed on March 8, 2013. Should you have questions, please feel free to contact our office. Cordially, Thomas M. Cope Professional Engineer rvo REGI �:�y► 4/16/13 24995 Southern Office: Central Office: Northern Orrice: Colorado Springs, CO Englewood, CO 80112 Evans. CO 80620 719,548.0600 303.688.9475 970.330.1071 Monument: 719.488.2145 Pueblo: 719.544.7750 woodland Park: 719.687.6077 No Text